A003_WY_PLD_GRTE_700(2) _Grand_Teton_Park_Pathways _Phase_III.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

N/A

PAGE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE NO. 5. PROJECT NO. (If applicable)

A003 7/9/2014 N/A WY PLD GRTE 700(2), Grand

Teton Park Pathways, Phase III

6. ISSUED BY CODE N/A 7. ADMINISTERED BY (If other than Item 6) CODE N/A

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

X

DTFH70-14-R-00003

9B. DATED (SEE ITEM 11)

6/9/2014

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A

N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

| X | The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

(__ ) is extended, ( X_ ) is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

N/A

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A THIS CHANGE ORDER IS ISSUED PURSUANT TO (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN

ITEM 10A.

N/A

B THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (Such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D OTHER (Specify type of modification and authority)

N/A

E. IMPORTANT: Contractor n/a is not, n/a is required to sign this document and return n/a copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

WY PLD GRTE 700(2), Grand Teton Park Pathways, Phase III

See page 2 for revisions.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15a. NAME AND TITLE OF SIGNER (Type or print) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

N/A

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

G-11

Special Contract Requirements Project: WY PLD GRTE 700(2), Grand Teton Park Pathways, Phase III

03USC01/01/04

Section 708. — PAINT

708.04 Paint for Steel Structures. Add the following to Subsection (d):

Matte Black in color, powder coat.

708.05 Penetrating Stain. Amend as follows:

Delete the last sentence.

Add the following:

(e) Mildew resistance: According to Federal Test Method Standard 144, Method 6271.

Store stain according to manufacturer’s recommendations, with special attention given to recommended temperature range.

Stains complying with the above requirements are available from:

Custom Rock International 1156 Homer Street St Paul, Minnesota 55116 Phone: 612-699-1345

(f) Finish wood structures with Flood SWF-Solid stain, color - Oxford Brown, or approved equal. Prior to staining submit a color sample on the wood to the CO for approval of the color. Two coats are required.

Revised by Amendment A003

NO SCALE

TYPICAL SECTION

type B backfill granular

Select type A backfill granular

Select

Pathway surface

Finished slope

D e s ig n w a ll h e ig h t H v a r ie s

1:6

Varies ground

Existing

Varies

Structural backfill

FOOTNOTE:

backfill A & B materials between Select granular

Install geotextile type I-B type A backfill pad select granular

Min. 8" leveling

Reinforcement Length (L) p e r

I n s ta ll s h o r in g a n d b r a c in g

MSE WALL FACING DETAIL

Support struts

Uniaxial geogrid

Select granular backfill

18" (max.)

12" (min.)

Geotextile wrap

Geotextile wrap

18" (min.)

8" (max.)

5" (min.)

18" (min.)

Roadway embankment

Outside Highway/HWY 89

NPS PMIS. No. 198832 NPS Drwg. No. 136/112675

SHEET 1 0F 2

WELDED WIRE FACE

MSE WALL

layer

Base reinforcement

48" min. Geogrid reinforcement lap

LC

LC

wire form

Welded reinforcement lengths

Sheet I.2 for

Reinforcement, see and Select granular backfill between structural backfill

Install geotextile type I-B

12" (min.)

Gabion rock face

Toe of wall

Toe of wall

Wire Detail see Welded

Wall face, m a x

M S

E W a ll P a y L im it s

1V:1.5H

Excavation Lim its

L im it s o f

C o n s tr u c ti o n

L im it s o f

C o n s tr u c ti o n

10'

Revised by Amendment A0033

I.3

STATE PROJECT

NUMBER

SHEET

WY PLD GRTE 700(2)

P

M

J u ly

I n t_ ft

D c m y fi le s p w p r o d u c ti o n d g r te e h .d g n

D

S la n in a

K

M il le r

C h e c k e d b y

D e s ig n e d b y

Place a thin layer (3" min.) of select granular backfill between geogrid reinforcement lap and overlaying geogrid layer to prevent contact between the two layers.

See details Sheet I.4.

Geotextile, non-woven, type I-B.

Extend the top course lap to match top course reinforcement length.

Bottom geotextile to cover full length of base reinforcement.

Place 4-inch of Select granular backfill type A between top of concrete box culvert and bottom of reinforcement layer.

Extend Select granular backfill a minimum 12-inch past reinforcement length.

Apply weathering agent to welded wire only, prior to shipping.

Place a thin layer (3-inch min.) of select grangular backfill between geogrid reiforcement and geotextile type I-B.